Effect of roadside vegetation on the reduction of traffic noise levels C.M. Kalansuriya, A.S. Pannila and D.U.J Sonnadara Electro Technology Laboratory, Industrial Technology Institute Centre for Instrument Development, Department of Physics, University of Colombo ABSTRACT A study was carried out to determine the effect of roadside vegetation on the reduction of road traffic noise levels under varying traffic conditions. Roadside vegetation which have the potential to act as noise barriers were selected for this study. The road traffic noise was measured together with the parameters that control the vegetation. Several noise level descriptors were recorded together with the A-weighted continuous noise level. The results show that higher frequency noise (above khz) is heavily attenuated by the vegetation barriers with virtually no attenuation for low frequency noise (below 00 Hz). The width of the vegetation barrier is linearly proportional to the amount of sound absorption. Without the vegetation barrier, the observed maximum and minimum noise levels were 7 db(a) and db(a) respectively. On average, vegetation barriers were able to reduce the noise by db(a) which corresponds to an approximately 0% acoustic energy reduction. Thus, with careful planning and growing of roadside vegetation, the effect of road noise can be reduced.. INTRODUCTION Noise barriers to block the ever increasing road traffic noise are commonly constructed as walls, earthen berms, or a combination of the two. Walls are most common, and are usually constructed out of dense materials such as concrete or masonry blocks. Earth berms are natural alternative to walls, but require more land space to construct. Walls can be constructed on top of berms in order to raise the overall height of the barrier. Noise barriers reduce noise by blocking the direct travel of sound waves from a given source. Usually, construction costs of noise barriers are quite high. Some noise reduction measures that are possible on existing roads or on roads that are being rebuilt include creating buffer zones, constructing barriers, planting vegetation, installing noise insulation in buildings, and managing the traffic []. Buffer zones are undeveloped in open spaces next to roads. These can be created only when a roadway authority or local government owns roadside land or development rights, in addition to the normal right for building roads, so that building dwellings close to roads can be prohibited in the future. This prevents the possibility of constructing dwellings that would otherwise experience an excessive noise level from nearby roadway traffic. An additional benefit of buffer zones is that they often improve the roadside appearance. However, because of the vast amount of land that must be purchased and because in many cases dwellings already border existing roads, creating buffer zones is often not a viable option. A number of 'green barrier' systems have been developed which use living plant material in conjunction with soil-filled supporting structures up to m height. In most
cases, these need careful maintenance including irrigation in dry weather. If planting fails due to lack of water or disease, the barriers lose their purpose and need time to restore. In the longer term, well-established living barriers may need to be rebuilt if the planted material causes the supporting structure to deteriorate []. Any consideration of this type of barrier should take into account of the appropriateness of the planted species to the locality and to maintenance requirements. Natural vegetation, if high enough, wide enough, and dense enough, can decrease roadway traffic noise []. Vegetation plant noise barrier are environmental friendly, having natural appearance and often pleasant in visually inspection. The effectiveness in screening depends on the thicknesses of vegetation belts along the roadways and density of leaves (type of vegetation). Effective noise barriers can reduce noise levels by 0 to decibels. However, the degree of difficulty increases with the level of reduction (see table ). Table : Reduction in noise against the degree of difficulty [] Reduction in sound level Reduction in acoustic Degree of difficulty energy dba 70% Simple 0 dba 90% Attainable dba 97% Very difficult 0 dba 99% Nearly impossible This study was carried out to estimate the effectiveness of sound absorption from naturally grown vegetation under varying traffic conditions. Several locations having naturally gown vegetations on roadsides were selected for this study.. METHODOLOGY For each site, two measurement locations within 00 to 00 meters were selected; one as a reference point to measure the unobstructed noise level (where no vegetation to screen the noise) and other as the test point behind the vegetation barrier both with equal distance from the edge of the road. Simultaneous noise measurements were taken so that similar traffic noise conditions will experience both points when the measurement is taken. Several noise level descriptors were recorded during the noise level measurement. The approximate number of vehicles, categorized as heavy, light and very light was also recorded simultaneously with the noise measurements. Noise measurements were carried out approximately m from the edge of the traffic route and. m above the ground level. In each location, noise measurements were taken for duration 0 minute. The sampling time interval was minute. The following noise level descriptors were measured simultaneously. L Aeq - Equivalent continuous sound levels at set time interval. L AF90 - User defined percentile level exceeded for 90% of the elapsed time L AF0 - User defined percentile level exceeded for 0% of the elapsed time L AF0 - User defined percentile level exceeded for 0% of the elapsed time
Noise level was measured using Noise Level Analyzer, BZ 0 Version Bruel & Kjaer (class-) and BZ 0 Noise level analyzer. Noise level meter was calibrated before and after taking measurements on each day using noise level calibrator, B&K Type 0 which is traceable to primary standards maintained at Korea Research Institute of Standards and Science (KRISS). All noise level data were saved during the measurement and data was analyzed offline by enhanced sound analysis software, Bural & Kajer BZ 70 which conforms to IEC specific standard. Measurements were taken in separate locations. Two of such locations are shown in Figure. Figure : Examples of roadside vegetation.. RESULTS Table shows the noise measurement in L Aeq db(a) with and without roadside vegetation together with the traffic parameters. Table : Summary of noise measurements with and without vegetation cover. Site Without vegetation db(a) With vegetation db(a) Reduction db(a) Reduction acoustic energy (%) Average vehicle rate per min Heavy Light Very Light 9 0 0...8 7 0 7 80 0.9.. 70 8 7.9.7. 7 7... 7 7... 9 8.7.9. 7 8 8.0.. 8 8... 9 0..0. 0 7 0... 8 0 0.8..8 8.0..9 9 7... 8 7. 0.9. 9 7 7..8. 7 7.0..0
According to Table, the selected sites, road traffic noise varied between 7 db(a) and db(a). On average, vegetation barriers were able to reduce the noise by db(a) which corresponds to an approximately 8% acoustic energy reduction. In some cases, due to the thick growth of the vegetation, up to 7 dba which corresponds to 80% acoustic energy reduction was seen. Abropition - db(a) 8 7 0 0 00 0 0 00 0 Frequncey - Hz Figure : Noise absorption for range of frequencies. 000 00 00 000 00 0000 In figure, average noise absorption for different frequencies is shown. A non linear pattern with higher absorption for higher frequencies is seen. Rate of absorption becomes quite steep above khz and falls below dba below 00 Hz. In the frequency range from 00 Hz to khz, a constant absorption rate is seen. The measurements clearly show that higher frequency noise is heavily attenuated by the vegetation barrier and virtually no attenuation for very low frequency noise. 8 7 y =.8x - 0.8 Absoption- db(a) 0 0.. Width - meters Figure : Variation of noise absorption with the vegetation barrier width. Figure shows the variation of noise absorption rate with the width of the vegetation barrier. Although the estimating the width has large uncertainty, it can be seen that
absorption is linearly proportional to the width of the vegetation barrier. In order to achieve an absorption of dba or better, width of the vegetation barrier must be at least. meters thick. Absoption - db(a) 8 7 0 Height - meters Figure : Noise absorption with vegetation barrier height The variation of noise absorption with vegetation barrier height in shown in Figure. Data do not show a clear pattern. However, the reader should note that estimating the height of the vegetation barrier has many problems. When compared with vegetation barrier height and width, the most effective parameter is the vegetation barrier width. This result is not surprising since most of the noise generated in road traffic is in the range from 0. meter to. meter from the ground levels. LAeq - db(a) 0 0 0 0 0 00 0 0 00 0 000 00 Frequency - Hz Figure : Road noise with and without vegetation barrier 00 000 00 0000 Figure shows road noise level variation spectrum, i.e. the road noise levels with and without the vegetation barrier. Data shows that most of the high noise values are in the mid frequency range. In the mid frequency range, db(a) or above absorption rates were observed (see figure ).
. CONCLUSIONS According to this study, on average, vegetation barriers were able to reduce the noise by db(a) which corresponds to an approximately 8% acoustic energy reduction. The measurements clearly show that higher frequency noise is heavily attenuated by the vegetation barrier and virtually no attenuation of low frequency noise. The noise absorption is linearly proportional to the width of the vegetation barrier. In order to achieve higher absorption of dba or better, width of the vegetation barrier must be at least. meters thick. No clear dependency on the height of the vegetation barrier. Data shows that most of the high noise values are in the mid frequency range where db(a) or above absorption rates due to vegetation barriers were observed. Acknowledgements: Financial assistance given by the International Program for Physical Sciences of the Uppsala University, Sweden for the research grant SRI: 0/ is greatly acknowledged. REFERENCES. Highway traffic noise in the United States, Problem and Response, U.S. Department of Transportation - Federal Highway Administration (00). Guidelines on Design of Noise Barriers - Environmental Protection Department Highways - Department Government of the Hong Kong, SAR nd Issue (00). V. Tyagi, K. Kumae, V.K. Jain, A study of the spectral characteristics of traffic noise attenuation by vegetation belts in Delhi, Applied Acoustics, 7 (00) 9-9